Delancey Street over FDR DRIVE, EAST RIVER, L

Map

Coordinates:
+40.71498, -73.97628
40°42'54" N, 73°58'35" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	Delancey Street over FDR DRIVE, EAST RIVER, L
Structure number:	000000002240039
Location:	WILLIAMSBURG BR EAST RVR
Purpose:	Carries highway and railroad over highway and waterway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	1599.8 ft. `[487.6 m]`
Total length:	6668.3 ft. `[2032.4 m]`
Roadway width between curbs:	76.4 ft. `[23.3 m]`
Deck width edge-to-edge:	117.1 ft. `[35.7 m]`
Vertical clearance above deck:	13.5 ft. `[4.1 m]`
Vertical clearance below bridge:	134.8 ft. `[41.1 m]`
Skew angle:	2°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1903
Year reconstructed:	2002
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	9
Main spans material:	Steel `[3]`
Main spans design:	Suspension `[13]`
Deck type:	Closed Grating `[4]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	83,754 `[as of 2011]`
Truck traffic:	5% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Pier/abutment protection:	None present but re-evaluation suggested `[5]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Operating rating:	56.8 tons `[51.6 metric tons]`
Inventory rating:	27.0 tons `[24.5 metric tons]`
Sufficiency rating:	47.8
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$91,768,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
October 2016	47.8	Fair	Good	Satisfactory	Satisfactory	FO	83754
October 2014	48.1	Fair	Good	Satisfactory	Satisfactory	FO	54948
October 2012	38.1	Fair	Good	Fair	Satisfactory	FO	54948
November 2010	47.1	Fair	Good	Satisfactory	Satisfactory	-	78223
October 2008	47.1	Fair	Very Good	Satisfactory	Satisfactory	-	96576
November 2006	47.1	Fair	Excellent	Satisfactory	Very Good	-	71143
October 2004	20.6	Fair	Excellent	Fair	Good	-	54948
August 2002	31.4	Good	Excellent	Very Good	Good	-	98746
December 2000	0.0	Poor	Fair	Poor	Fair	SD	98746
November 1998	0.0	Poor	Poor	Serious	Fair	SD	98746
October 1996	0.0	Poor	Poor	Serious	Serious	SD	94898
December 1994	0.0	Poor	Serious	Serious	Serious	SD	94898
December 1992	0.0	Poor	Serious	Serious	Serious	SD	94898
January 1991	0.0	Poor	Serious	Serious	Serious	SD	94898